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HomeMy WebLinkAboutTHE PARK TOWNHOMES AT FOSSIL RIDGE (FORMERLY ZIEGLER TOWNHOMES) - PDP/FDP - FDP160043 - REPORTS - RECOMMENDATION/REPORT W/ATTACHMENTS (7)DELICH ASSOCIATES Traffic & Transportation Engineering 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 MEMORANDUM TO: Russell Baker, Cushman & Wakefield Cathy Mathis, TB Group Nicole Hahn, City of Fort Collins FROM: Matt Delich DATE: November 14, 2016 SUBJECT: Ziegler Townhomes Transportation Impact Study (File: 1687ME01) This memorandum constitutes a transportation impact study (TIS) for the proposed Ziegler Townhomes. The Ziegler Townhomes site is located west of Ziegler Road, across from the Ziegler/Saber Cat intersection. The site location is shown in Figure 1. The site plan for the Ziegler Townhomes is shown in Figure 2. The Ziegler Townhomes are north and south of the future west leg of County Fair Lane. County Fair Lane is built west of the Ziegler Townhomes site. A TIS (dated November 2012) was prepared for a proposed development on this property. The land uses in the previous TIS were more intensive than the current Ziegler Townhomes proposal. The scope of this memorandum was discussed with Nicole Hahn, City of Fort Collins Traffic Operations. Since the trip generation is expected to be low, a memorandum analyzing impacts was requested. Existing Streets The existing geometry at the Ziegler/Saber Cat intersection is shown in Figure 3. Ziegler Road is classified as a four-lane arterial street, north of Rock Creek Drive and a two-lane arterial street, south of Rock Creek Drive on the Fort Collins Master Street Plan. Currently, Ziegler Road has a four-lane cross section with auxiliary lanes north of Rock Creek Drive and has a two-lane cross section with auxiliary lanes south of Rock Creek Drive. At the Ziegler/Saber Cat intersection, Ziegler Road has a southbound left- turn lane, one southbound through lane, and a combined northbound through/right-turn lane. The Ziegler/Saber Cat intersection has stop sign control on Saber Cat Drive. The existing speed limit in this area is 40 mph. Saber Cat Drive and County Fair Lane (extended) are classified as local streets. At the Ziegler/Saber Cat intersection, Saber Cat Drive has a westbound left-turn lane and a westbound right-turn lane. County Fair Lane is built west of the Ziegler Townhomes site. The development of the Ziegler Townhomes site will connect County Fair Lane with Ziegler Road. DELICH Ziegler Townhomes, November 2016 ASSOCIATES Existing Traffic/Operation The peak hour traffic at the Ziegler/Saber Car intersection from the previous TIS is provided in Appendix A. The turning volumes reflect Fossil Ridge High School in session, which is the primary land use served by Saber Cat Drive. Saber Car Drive will also serve the new SE Community Park. The graphic in Appendix A also shows afternoon peak hour traffic counts that were obtained in 2014 for the SE Community Park TIS. In addition to this, Appendix A contains recent peak hour counts at the Ziegler/Rock Creek intersection (May 2015). The south leg of the Ziegler/Rock Creek intersection is also the north leg of the Ziegler/Saber Cat intersection. Figure 4 shows the 2015 synthesized peak hour traffic at the Ziegler/Saber Cat intersection. Using the volumes shown in Figure 4, the current peak hour operation at the Ziegler/Saber Cat intersection is shown in Table 1. Calculation forms for these analyses are provided in Appendix B. The Ziegler/Saber Cat intersection was analyzed using the unsignalized intersection techniques from the 2010 Highway Capacity Manual (2010 HCM). A description of level of service for unsignalized intersections from the 2010 Highway Capacity Manual is provided in Appendix B. Table 4-3 showing the Fort Collins Motor Vehicle LOS Standards (Intersections) is also provided in Appendix B. This site is in an area termed “Low Density Mixed-Use Residential.” At unsignalized intersections in areas termed “Low Density Mixed-Use Residential,” acceptable operation during the peak hours is defined as level of service D overall and level of service F for any approach leg for an arterial/collector, arterial/local, collector/local, and local/local intersection. In such areas, it is expected that there would be substantial delays to the minor street movements at unsignalized intersections along arterial streets during the peak hours. As can be seen in Table 1, the Ziegler/Saber Cat intersection is currently operating acceptably with existing control and geometry. Trip Generation/Trip Distribution/Trip Assignment Trip Generation, 9 th Edition, ITE was used to estimate the daily and peak hour trip generation for the Ziegler Townhomes development. From this reference, the equations for Townhome (Code 230) were used to estimate the daily and peak hour trip generation as shown in Table 2. The trip generation resulted in 270 daily trip ends, 23 morning peak hour trip ends, and 27 afternoon peak hour trip ends. The trip distribution for the Ziegler Townhomes is shown in Figure 5. Figure 6 shows the site generated peak hour traffic at the Ziegler/Saber Cat intersection. Background/Total Traffic Projections Background traffic projections for the short range (2021) future horizon were obtained by factoring the Figure 4 traffic volumes on Ziegler Road by two percent per year, reviewing traffic studies for other developments, and reviewing historic count data for this area of Fort Collins. Other developments include: various parcels within the DELICH Ziegler Townhomes, November 2016 ASSOCIATES Harmony Tech Park. It is assumed that the existing traffic on Saber Cat Drive will remain the same. For analysis purposes, the connection of County Fair Lane to Ziegler Road was assumed to be built for the short range (2021) background traffic. Therefore, a reassignment of the site generated traffic from dwelling units west of the Ziegler Townhome site was performed. This reassignment utilized a minimum path analysis within a trip shed area. Figure 7 shows the short range (2021) background peak hour traffic at the Ziegler/Saber Cat intersection. The traffic volumes generated by the proposed Ziegler Townhomes were added to the background traffic volumes to produce the total traffic volume forecasts. Figure 8 shows the short range (2021) total peak hour traffic at the key intersection. Operation Analysis Table 3 shows the short range (2021) background morning and afternoon peak hour operation at the Ziegler/Saber Cat intersection. The Ziegler/Saber Cat intersection will operate at acceptable levels of service. Calculation forms for these analyses are provided in Appendix C. In Table 3, the calculated delay is provided for LOS E/F. Table 4 shows the short range (2021) total morning and afternoon peak hour operation at the Ziegler/Saber Cat intersection. The Ziegler/Saber Cat intersection will operate at acceptable levels of service. Calculation forms for these analyses are provided in Appendix D. In Table 4, the calculated delay is provided for LOS E/F. Geometry Figure 9 shows a schematic of the short range (2021) geometry. According to Figure 8-4, LCUASS, a southbound right-turn deceleration lane will not be required at the Ziegler/Saber Cat intersection using the short range (2021) total traffic forecasts. Conclusions The Ziegler Townhomes project will provide the County Fair Lane connection to Ziegler Road. It is concluded that the Ziegler Townhomes project will have minimal impact at the Ziegler/Saber Cat-County Fair intersection. It is respectfully requested that no further transportation analyses be required. Harmony Rock Creek Ziegler Lady Moon Kechter Timberline Interstate 25 Ziegler Townhomes Saber Cat Fossil Creek HS Preston MS Bacon ES Zach ES County Fair SCALE: 1"=2000' SITE LOCATION Figure 1 DELICH ASSOCIATES Ziegler Townhomes TIS, November 2016 SCALE: 1"=100' SITE PLAN Figure 2 DELICH ASSOCIATES Ziegler Townhomes TIS, November 2016 Saber Cat Drive County Fair Lane Ziegler Road EXISTING INTERSECTION GEOMETRY Figure 3 DELICH ASSOCIATES Ziegler Townhomes TIS, November 2016 Saber Cat Ziegler - Denotes Lane AM/PM 2015 SYNTHESIZED PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Ziegler Townhomes TIS, November 2016 Saber Cat Ziegler 257/632 79/46 517/312 56/20 111/77 41/25 DELICH Ziegler Townhomes, November 2016 ASSOCIATES TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Saber Cat (stop sign) WB LT D D WB RT B B WB APPROACH C B SB LT A A OVERALL A A TABLE 2 Trip Generation for the Ziegler Townhomes Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 230 Townhome 37 D.U. EQ 270 EQ 4 EQ 19 EQ 18 EQ 9 Rock Creek Ziegler Saber Cat Fossil Creek HS Fair 5% 5% 30% 60% S CALE: 1"=400' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES Ziegler Townhomes TIS, November 2016 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES Ziegler Townhomes TIS, November 2016 1/5 3/11 11/6 1/0 6/3 0/1 Ziegler County Fair Saber Cat Site Access 1/0 11/6 0/0 7/3 2/6 2/11 0/0 0/1 AM/PM SHORT RANGE (2021) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Ziegler Townhomes TIS, November 2016 Saber Cat Ziegler County Fair 6/21 625/371 56/20 8/25 299/761 79/46 23/15 3/2 19/13 111/77 1/4 41/25 AM/PM SHORT RANGE (2021) TOTAL PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Ziegler Townhomes TIS, November 2016 Saber Cat Ziegler County Fair 7/26 625/371 56/20 11/36 299/761 79/46 34/21 4/2 25/16 111/77 1/5 41/25 1/0 0/0 11/6 0/0 0/0 7/3 0/0 45/30 0/1 2/6 15/50 2/11 Site Access DELICH Ziegler Townhomes, November 2016 ASSOCIATES TABLE 3 Short Range (2021) Background Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Saber Cat-County Fair (stop sign) EB LT F (64.1 secs) F (66.1 secs) EB T/RT B C EB APPROACH E (39.3 secs) E (42.6 secs) WB LT E (49.2 secs) F (60.7 secs) WB T/RT C B WB APPROACH D C NB LT A A SB LT A A OVERALL A A TABLE 4 Short Range (2021) Total Peak Hour Operation Intersection Movement Level of Service AM PM Ziegler/Saber Cat-County Fair (stop sign) EB LT F (79.0 secs) F (76.3 secs) EB T/RT B C EB APPROACH E (48.8 secs) E (49.8 secs) WB LT F (51.4 secs) F (64.2 secs) WB T/RT C B WB APPROACH D D NB LT A A SB LT A A OVERALL A A SHORT RANGE (2021) GEOMETRY Figure 9 DELICH ASSOCIATES Ziegler Townhomes TIS, November 2016 Saber Cat Ziegler County Fair Site Access - Denotes Lane APPENDIX A APPENDIX B HCM 2010 TWSC Recent AM 3: Ziegler Road & Saber Cat Drive Ziegler Townhomes 11/09/2016 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 3.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 41 111 517 56 79 257 Future Vol, veh/h 41 111 517 56 79 257 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 75 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 94 94 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 48 131 550 60 93 302 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1068 580 0 0 610 0 Stage 1 580 - - - - - Stage 2 488 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 245 514 - - 969 - Stage 1 560 - - - - - Stage 2 617 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 221 514 - - 969 - Mov Cap-2 Maneuver 221 - - - - - Stage 1 560 - - - - - Stage 2 558 - - - - - Approach WB NB SB HCM Control Delay, s 17.5 0 2.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 221 514 969 - HCM Lane V/C Ratio - - 0.218 0.254 0.096 - HCM Control Delay (s) - - 25.8 14.4 9.1 - HCM Lane LOS - - D B A - HCM 95th %tile Q(veh) - - 0.8 1 0.3 - HCM 2010 TWSC Recent PM 3: Ziegler Road & Saber Cat Drive Ziegler Townhomes 11/09/2016 Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 1.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 25 77 312 20 46 632 Future Vol, veh/h 25 77 312 20 46 632 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 75 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 29 91 355 23 52 718 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1189 366 0 0 377 0 Stage 1 366 - - - - - Stage 2 823 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 208 679 - - 1181 - Stage 1 702 - - - - - Stage 2 431 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 199 679 - - 1181 - Mov Cap-2 Maneuver 199 - - - - - Stage 1 702 - - - - - Stage 2 412 - - - - - Approach WB NB SB HCM Control Delay, s 14.8 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 199 679 1181 - HCM Lane V/C Ratio - - 0.148 0.133 0.044 - HCM Control Delay (s) - - 26.2 11.1 8.2 - HCM Lane LOS - - D B A - HCM 95th %tile Q(veh) - - 0.5 0.5 0.1 - UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX C HCM 2010 TWSC Short Bkgrd AM 3: Ziegler Road & County Fair Lane/Saber Cat Drive Ziegler Townhomes 11/09/2016 Synchro 9 Light Report Delich Associates sb am.syn Intersection Int Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 3 19 41 1 111 6 625 56 79 299 8 Future Vol, veh/h 23 3 19 41 1 111 6 625 56 79 299 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 75 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 94 94 94 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 27 4 22 48 1 131 6 665 60 93 352 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1315 1279 356 1262 1254 695 361 0 0 724 0 0 Stage 1 542 542 - 707 707 - - - - - - - Stage 2 773 737 - 555 547 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 135 166 688 147 172 442 1198 - - 879 - - Stage 1 525 520 - 426 438 - - - - - - - Stage 2 392 425 - 516 517 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 87 148 688 128 153 442 1198 - - 879 - - Mov Cap-2 Maneuver 87 148 - 128 153 - - - - - - - Stage 1 522 465 - 424 436 - - - - - - - Stage 2 274 423 - 443 462 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 39.3 25.5 0.1 2 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1198 - - 87 459 128 435 879 - - HCM Lane V/C Ratio 0.005 - - 0.311 0.056 0.377 0.303 0.106 - - HCM Control Delay (s) 8 - - 64.1 13.3 49.2 16.8 9.6 - - HCM Lane LOS A - - F B E C A - - HCM 95th %tile Q(veh) 0 - - 1.2 0.2 1.6 1.3 0.4 - - HCM 2010 TWSC Short Bkgrd PM 3: Ziegler Road & County Fair Lane/Saber Cat Drive Ziegler Townhomes 11/09/2016 Synchro 9 Light Report Delich Associates sb pm.syn Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 2 13 25 4 77 21 371 20 46 761 25 Future Vol, veh/h 15 2 13 25 4 77 21 371 20 46 761 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 75 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 18 2 15 29 5 91 24 422 23 52 865 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1512 1476 879 1473 1479 433 893 0 0 444 0 0 Stage 1 984 984 - 481 481 - - - - - - - Stage 2 528 492 - 992 998 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 98 126 347 105 126 623 759 - - 1116 - - Stage 1 299 327 - 566 554 - - - - - - - Stage 2 534 548 - 296 322 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 76 116 347 93 116 623 759 - - 1116 - - Mov Cap-2 Maneuver 76 116 - 93 116 - - - - - - - Stage 1 290 312 - 548 536 - - - - - - - Stage 2 438 531 - 268 307 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 42.6 24.7 0.5 0.5 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 759 - - 76 274 93 512 1116 - - HCM Lane V/C Ratio 0.031 - - 0.232 0.064 0.316 0.186 0.047 - - HCM Control Delay (s) 9.9 - - 66.1 19 60.7 13.6 8.4 - - HCM Lane LOS A - - F C F B A - - HCM 95th %tile Q(veh) 0.1 - - 0.8 0.2 1.2 0.7 0.1 - - APPENDIX D HCM 2010 TWSC Short Total AM 3: Ziegler Road & County Fair Lane/Saber Cat Drive Ziegler Townhomes 11/09/2016 Synchro 9 Light Report Delich Associates st am.syn Intersection Int Delay, s/veh 6.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 4 25 41 1 111 7 625 56 79 299 11 Future Vol, veh/h 34 4 25 41 1 111 7 625 56 79 299 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 75 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 94 94 94 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 40 5 29 48 1 131 7 665 60 93 352 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1319 1283 358 1271 1261 695 365 0 0 724 0 0 Stage 1 544 544 - 710 710 - - - - - - - Stage 2 775 739 - 561 551 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 134 165 686 145 170 442 1194 - - 879 - - Stage 1 523 519 - 424 437 - - - - - - - Stage 2 391 424 - 512 515 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 86 147 686 124 151 442 1194 - - 879 - - Mov Cap-2 Maneuver 86 147 - 124 151 - - - - - - - Stage 1 520 464 - 422 434 - - - - - - - Stage 2 273 422 - 434 461 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 48.8 26.1 0.1 1.9 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1194 - - 86 456 124 435 879 - - HCM Lane V/C Ratio 0.006 - - 0.465 0.075 0.389 0.303 0.106 - - HCM Control Delay (s) 8 - - 79 13.5 51.4 16.8 9.6 - - HCM Lane LOS A - - F B F C A - - HCM 95th %tile Q(veh) 0 - - 1.9 0.2 1.6 1.3 0.4 - - HCM 2010 TWSC Short Total PM 3: Ziegler Road & County Fair Lane/Saber Cat Drive Ziegler Townhomes 11/09/2016 Synchro 9 Light Report Delich Associates st pm.syn Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 21 2 16 25 5 77 26 371 20 46 761 36 Future Vol, veh/h 21 2 16 25 5 77 26 371 20 46 761 36 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 100 - - 75 - - 100 - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 2 19 29 6 91 30 422 23 52 865 41 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1530 1493 885 1492 1502 433 906 0 0 444 0 0 Stage 1 990 990 - 492 492 - - - - - - - Stage 2 540 503 - 1000 1010 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 96 123 344 102 122 623 751 - - 1116 - - Stage 1 297 324 - 558 548 - - - - - - - Stage 2 526 541 - 293 317 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 74 113 344 89 112 623 751 - - 1116 - - Mov Cap-2 Maneuver 74 113 - 89 112 - - - - - - - Stage 1 285 309 - 536 526 - - - - - - - Stage 2 427 519 - 262 302 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 49.8 25.9 0.6 0.5 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 751 - - 74 280 89 487 1116 - - HCM Lane V/C Ratio 0.039 - - 0.334 0.076 0.33 0.198 0.047 - - HCM Control Delay (s) 10 - - 76.3 18.9 64.2 14.2 8.4 - - HCM Lane LOS A - - F C F B A - - HCM 95th %tile Q(veh) 0.1 - - 1.2 0.2 1.3 0.7 0.1 - -